Am_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

Amendment No. 0001 Jul 21, 2016

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

1616 CAPITOL AVE.

OMAHA, NE 68102-4901

See Item 6

W9128F-16-R-0015

Jun 24, 2016

MASS PARKING APRON REPAIR – SECTION 1, QJVF 10-0119, MINOT AFB, NORTH DAKOTA

See attached documentation for content of the amendment revisions

Date for receipt of Proposals is 01 AUG 2016 at 1400 hours

Government Point of Contact: Nadine Catania(402) 995-2056

7/21/2016

Am #0001 - 1

Am #0001 - 2 (Continuation of SF30)

DEPARTMENT OF THE ARMY

Omaha District, Corps of Engineers

1616 Capitol Avenue Omaha, Nebraska 68102-4901

:NOTICE: Failure to acknowledge : Solicitation No. W9128F-16-R-0015 :all amendments may cause rejec-:

:tion of the offer. See FAR : Date of Issue: 24 JUN 2016 :52.215-1 of Section 00 21 00. : Date of Receiving Proposals:

01 AUG 2016

Amendment No. 0001

21 JUL 2016

SUBJECT: Amendment No. 0001 to Request for Proposal Solicitation Package for Construction of Mass Parking Apron Repair – Section 1, QJVF 10-0119.

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes)

None.

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages as noted below. The substituted pages are revised and reissued with this amendment.

Pages Deleted Pages Substituted or Added

None.

c. Drawings (Not Reissued).

None.

d. Drawings (Reissued). The following drawings are revised with a revision date as indicated in the title block, and reissued with this amendment.

(1) Sheet CP101, PAVING PLAN, AREA A

(2) Sheet CP201, REPLACMENT PAVEMENT SECTIONS

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the request for proposal remain unchanged. If the proposals have been mailed prior to receiving this amendment, you will notify the office where proposals are received, in the specified manner, immediately of its receipt and of any changes in your proposal thereby occasioned.

Am #0001 - 3 (Continuation of SF30)

a. Hand-Carried Proposals shall be delivered to the U.S. Army Corps of Engineers, Omaha District, Contracting Division, 1616 Capitol Avenue, Omaha, Nebraska 68102-4901.

b. Mailed Proposals shall be addressed as noted in Item 8 on Page 00 10 00-1 of Standard Form 1442.

3. Offers will be received until 2:00 p.m, local time at place of receiving proposals, 01 AUG 2016.

Attachments:

Drawings listed in 1.d. above Mass Parking Apron Repair, Section 1 Site Visit Attendance List Mass Parking Apron Repair, Section 1 Site Visit Photos

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

21 July 2016

NEP/2160

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IDENTIFICATION

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®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

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P I

1+00

1+50

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T A

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A Y G

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MASS PARKING APRON

T A X

IW

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B

CP201CP101

B

CP201CP101

A

C P

C P

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SCALE: 1" = 30' - 0"

60'0 30'

LEGEND:

NEW 2" ACC / 6" AGGREGATE BASE COURSE / 9" SUBBASE COURSE

NOTES:

NEW 18" PCC / 6" (MIN) DRAINAGE LAYER

1. SEE SHEET CP103 GEOMETRIC PLAN FOR DIMENSIONS.

DRAINAGE LAYER AS SHOWN ON CP201

NEW 6.5" ACC / 9" AGGREGATE BASE COURSE /

NEW 5" ACC / 6" AGGREGATE BASE COURSE / 9" SUBBASE COURSE

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®of Engineers

US Army Corps of Engineers

US Army Corps

NOT TO SCALE

B

CP201

APRON REPLACEMENT SECTION

CP102

CP101

NOT TO SCALE

A

CP201

APRON REPLACEMENT SECTION

CP102

CP101

6 SPACES @ 18.75' = 112.5' 20' 18.75' 20' 9 SPACES @ 18.75' = 168.75' 14 SPACES @ 18.75' = 262.5' 20' 18.75' 20' 18.75'

28' 28'

NEW SHOULDERNEW SHOULDER

C

SUBDRAIN

L C

SUBDRAIN

L

340' 340'

SUBBASE COURSE - SEE NOTE 2

EXISTING SELECT MATERIAL

"10'

EXISTING 4" GRANULAR FILTER COURSE

NEW 18" PCC JOINT

CONTRACTION

DOWELED SAWED

JOINT (TYP.)

CONTRACTION

SAWED

NEW 18" PCC

DRAINAGE LAYER

NEW 6" (MIN)

(TYP.)

TACK COAT

NEW 2" ACC

NEW 6" ABC

(TYP.)

TACK COAT

NEW 6" ABC

NEW 5" ACC

COURSE

NEW 9" SUBBASE

SUBDRAIN DETAIL "A"

SEE SHEET CG704

SUBDRAIN LINE (TYP.)

NEW 8" PERFORATED

25'

13'

C

SUBDRAIN

LNEW 6.5" ACC

TACK COAT (TYP.)

NEW 9" (MIN) ABC

5'NEW DRAINAGE LAYER

JOINT (TYP.)

T.E. BUTT JOINT (TYP.)

CONSTRUCTION

DOWELED

NEW 18" PCC

DRAINAGE LAYER

NEW 6" (MIN)7

EXISTING 4" GRANULAR FILTER COURSE

SUBDRAIN DETAIL "B"

SEE SHEET CG704

SUBDRAIN LINE (TYP.)

NEW 8" PERFORATED

0.2836% SLOPE

0.51% SLOPE

0.45% SLOPE

VARIES

1.5% SLOPE

VARIES

LEGEND:

PORTLAND CEMENT CONCRETE

ASPHALT CEMENT CONCRETE

AGGREGATE BASE COURSE

PCC

ACC

ABC

NEW 6" ABC

NEW 2" ACC

NEW PRIME COAT (TYP.)

NEW 9" SUBBASE COURSE

SUBBASE COURSE - SEE NOTE 2

EXISTING SELECT MATERIAL

TACK COAT (TYP.)

T.E. BUTT JOINT (TYP.)

BUTT JOINT

BUTT JOINT

8 SPACES @ 18.75' = 150' NEW SHOULDER - 50'

50' 50'

COAT (TYP.)

NEW PRIME

COAT (TYP.)

NEW PRIME

NEW PRIME COAT (TYP.)

10'

10'

COURSE

NEW 9" SUBBASE

SUBBASE COURSE - SEE NOTE 2

EXISTING SELECT MATERIAL

NEW PCC

DRAINAGE LAYER

NEW 6" (MIN)

28'

LC

SUBDRAIN

FILTER COURSE

EXISTING 4" GRANULAR

18.75'

NOT TO SCALE

C

CP201

APRON REPLACEMENT SECTION

CP102

NOT TO SCALE

DETAIL 1

NOT TO SCALE

DETAIL 3

NEW PRIME COAT (TYP.)

NEW PRIME COAT (TYP.)

UNDERLYING LAYER

2.5" COMPACTED ACC INITIAL

SUFACE LAYER

2" COMPACTED ACC

INTERMEDIATE LAYER

2" COMPACTED ACC

SURFACE LAYER

2" COMPACTED ACC

NEW TACK COAT (TYP.)

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.5

NEW TACK COAT (TYP.)

NEW PRIME COAT (TYP.)

DETAIL 2

NOT TO SCALE

SURFACE LAYER

2" COMPACTED ACC

UNDERLYING LAYER

3" COMPACTED ACC

NEW GEOTEXTILE (TYP.)

NEW GEOTEXTILE (TYP.)

NEW GEOTEXTILE (TYP.)

Type Symmetric Parabola

L = 75.00'

G1 0.510%

G2 -0.450% e = -0.09'

K = 78.13

REMAIN

EX. PCC TO

JOINT

T.E. EXP.

SUBDRAIN DETAIL "A"

SEE SHEET CG704

SUBDRAIN LINE (TYP.)

NEW 8" PERFORATED

SUBDRAIN DETAIL "A"

SEE SHEET CG704

SUBDRAIN LINE (TYP.)

NEW 8" PERFORATED

5'

SEE NOTE 4

EXISTING SUBGRADE

SEE NOTE 4

EX. SUBGRADE

ACCORDANCE WITH SPECIFICATION SECTION 31 00 00 EARTHWORK.

4. SCARIFY AND RECOMPACT TOP 6" OF EXISTING SUBGRADE IN

ON THIS SHEET.

WITH A SINGLE 2-INCH LIFT OF COMPACTED ASPHALT AS SHOWN IN DETAIL 3

THICK COMPACTED ASPHALT PAVEMENT AREAS SHALL BE CONSTRUCTED

SHALL HAVE A COMPACTED LIFT THICKNESS OF 2-INCHES. NEW 2-INCH

COMPACTED LIFT THICKNESS OF 3-INCHES. THE TOP SURFACE LAYER

DETAIL 2 ON THIS SHEET. THE INITIAL UNDERLYING LAYER SHALL HAVE A

CONSTRUCTED WITH TWO LIFTS OF COMPACTED ASPHALT AS SHOWN IN

NEW 5-INCH THICK COMPACTED ASPHALT PAVEMENT AREAS SHALL BE

SURFACE LAYER SHALL HAVE A COMPACTED LIFT THICKNESS OF 2-INCHES.

SHALL HAVE A COMPACTED LIFT THICKNESS OF 2-INCHES. THE TOP

COMPACTED LIFT THICKNESS OF 2 1/2-INCHES. THE INTERMEDIATE LAYER

DETAIL 1 ON THIS SHEET. THE INITIAL UNDERLYING LAYER SHALL HAVE A

CONSTRUCTED WITH THREE LIFTS OF COMPACTED ASPHALT AS SHOWN IN

3. NEW 6.5-INCH THICK COMPACTED ASPHALT PAVEMENT AREAS SHALL BE

SUBBASE COURSE IN ACCORDANCE WITH SPECIFICATION 32 11 16 SUBBASE.

2. SCARIFY AND RECOMPACT TOP 6" OF EXISTING SELECT MATERIAL

PAVEMENT.

SUBBASE COURSE AS NECESSARY TO CONSTRUCT THE THICKER NEW PCC

EXISTING PAVEMENT REMOVED, REMOVE EXISTING SELECT MATERIAL

1. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS GREATER THAN THE

NOTES:

SEE NOTE 4

EXISTING SUBGRADE

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Am #0001

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Looking SE along Flight Line Drive (haul route)

Looking SE along Flight Line Drive (haul route)

Entering Taxiway G "Golf" on Flight Line Drive after FOD (Foreign Object Debris) check

Looking SW along eastern side of Golf with Taxiway K "Kilo" on the left

Looking down Kilo from Golf towards the south

Looking SW from Golf/Kilo boundary

Looking South from Golf/Kilo boundary

Looking SW from middle of Golf

Looking SSW from Golf

Looking SSW from Golf

Looking NE from southern end of Golf centerline

Looking SE towards along southern joint interface closest to Taxiway E "Echo"

Looking South from southern end of Mass Parking Apron/Golf Taxiway boundary

Looking SW from southern end of

MPA/Golf boundary

Looking NE from southern end of

Looking SW from MPA/Golf southern boundary

Looking SW from MPA/Golf southern boundary

Looking South from MPA/Golf southern Boundary

Looking North from MPA/Golf boundary

Looking across Golf from MPA/Golf boundary

Looking NW from MPA/Golf boundary

Looking SE from MPA/Golf boundary

Looking across Golf from near MPA/Golf boundary

Looking across Golf

Looking North from MPA/Golf Boundary

Looking across Golf from MPA/Golf Boundary

Looking NE along MPA/Golf boundary

Looking ENE across Golf from MPA/Golf boundary

Looking across Golf towards Kilo from MPA/Golf boundary

Looking NNE from MPA/Golf boundary near entry point

Entry point from Golf into MPA

Looking North from Entry

Point at MPA/Golf boundary

Looking across Golf

Looking NNW from MPA/Golf boundary

Looking East across Golf at northern end of project

Looking across Golf at northern end of project

Looking NNW at northern end near MPA/Golf boundary

Looking WNW from northern end of project near

Looking west from northern end of project near MPA/Golf boundary

Looking SW down Golf from northern

Looking East across Golf from near the

Looking ENE across Golf from northern

Looking South from northern end of project

Looking SW from northern end of project

Looking South from northern end of Golf Taxiway

Concrete panels at Golf Taxiway

More panels at Golf Taxiway

Looking south from centerline of Golf at northern end

Looking South towards Eastern Golf shoulder from northern end of project

Looking towards Flight Line Drive from Golf Taxiway

Looking at centerline of Golf Taxiway

Existing concrete at Golf Taxiway

Looking South from Golf Taxiway

Looking WSW from centerline of Golf

Looking SW down centerline of Golf

Looking NE down Golf centerline

Storm drain on easterly side of Golf

Storm Drain on easterly side of Golf

Shoulder on easterly side of Golf

Looking South at Kilo from Golf

Heading NW along Flight Line

Drive (Haul Route)

Heading NW down Flight Line Drive

(Haul Route)

Intersection of Bomber and Minuteman Drive looking NE

Heading NW along Bomber Blvd

(haul route)

Looking NW from Bomber Blvd adjacent to staging area which is on picture left.

Approaching turn from Bomber Blvd to milling stockpile site approach which is on the right

Road to milling stockpile site on other side of fence

Milling stockpile site on other side of fence looking NE

Looking at gate leading to milling stockpile site

Approaching Bomber Blvd from milling stockpile site

Looking down Bomber Blvd after leaving milling stockpile site

Contractor Staging/Storage/Batch plant area looking South from Bomber Blvd.

looking SSE from Bomber Blvd.

looking WSW from Bomber Blvd.

looking West from Bomber Blvd.

looking from Bomber Blvd.

Contractor Staging/Storage/Batch plant area on right looking SE down Bomber Blvd.